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	Three-dimensional dynamic response of a lined tunnel in a half-space of saturated soil under internal explosive loading
	Wang, Y.; Gao, G. Y.; Yang, J.
刊名	SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
	2017
卷号	101页码:157-161
关键词	Blast loading Dynamic response Lined tunnel Pore pressure Saturated soil
DOI	10.1016/j.soildyn.2017.07.018
URL标识	查看原文
公开日期	[db:dc_date_available]
内容类型	期刊论文
URI标识	http://www.corc.org.cn/handle/1471x/4586655
专题	山东大学
作者单位	1.Tongji Univ, Minist Educ, Key Lab Geotech & Underground Engn, Shanghai 200092, Peoples R China. 2.Shandong Univ Sci & Technol,
推荐引用方式 GB/T 7714	Wang, Y.,Gao, G. Y.,Yang, J.. Three-dimensional dynamic response of a lined tunnel in a half-space of saturated soil under internal explosive loading[J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING,2017,101:157-161.
APA	Wang, Y.,Gao, G. Y.,&Yang, J..(2017).Three-dimensional dynamic response of a lined tunnel in a half-space of saturated soil under internal explosive loading.SOIL DYNAMICS AND EARTHQUAKE ENGINEERING,101,157-161.
MLA	Wang, Y.,et al."Three-dimensional dynamic response of a lined tunnel in a half-space of saturated soil under internal explosive loading".SOIL DYNAMICS AND EARTHQUAKE ENGINEERING 101(2017):157-161.

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